|
_. ,,,,_ ,.:..:_y,.�...,:,;:..,.. .. _ I ___ __ _.:a_...,.,> _x..y- __ _ I . _16:.Jll, I1a::.:All.NIA-U."Wll WaolW:dAmld4+ll.'IdlWM.'144=1IM044U"UIL4w.j4`? 1LIf_1,4ik=
<br />/11LIEC_ a rPfA�c.
<br />TILLIT TESTING & ENGINEERING COMPANY
<br />PRODUCT.L-41 7SATIQN REFOkI,j11 U jQ-072A 01. 2
<br />2.2: TEST REpt)RT$
<br />Large
<br />e missile Impact -.and fatigue load tests were performed under Protocols TAS
<br />-
<br />20 2
<br />1, 03 as per section 1628 of the Florida Building Code. Undorm static loads
<br />PRODUCT .YALUA:TTQXM.POR'r NO.'20".Q72A:Q7
<br />6• MOT RIAL GHARACTERiST( J4ND SPECiFiCATIONS:
<br />Shall be strictlyin accordance with General Notes and Components indicated on
<br />sheet 1, 2 and 22 a# 26, of Product Evaluation Document (P.E.D.)i drawin
<br />(
<br />,: -ATT'R A TT '
<br />W R LLZT Ji(. P.B.
<br />_. Ultec 5D):Cam
<br />�, P,3. sA,aa;M
<br />L L1aNIHM -
<br />_nC�L4,,an Ni _W06719
<br />as per TAS 202 Protocol Test reports prepared by Hurricane Engineering &
<br />No.20-176. Anchor specifications -shall be as indicatedon sheets 1, 7 and 21 of
<br />Testing, Inc., Reports # 96-569 dated 08/0911996, #96-570 dated 0911811996,
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20-176.
<br />PRODUCT EVALUATION REPORT
<br />#96-T30 dated 09120/1996. all three signed and sealed by Hector M. Medina,
<br />P-E_, Fenestration Testing Laboratory, Inc. reports ,# 2032 dated 0411011998 and
<br /># 2126 dated 10105/1998witnessed by Gilbert Diamond, P.E. and Report No.
<br />7 LIMITATIONS ARID CONDITIONS OF USE;
<br />REPORT NO.: 20-0728.01
<br />0219.01-09 dated March 4
<br />rc , 2009, signed and sealed by Edmundo LargaespadaT
<br />P.E. and Henryaftem P.E._
<br />N ,
<br />--
<br />7.1 • Shall be strictly in compliance with General Notes No. 1, 8 thin 14, indicated
<br />DATE: July 28,2020
<br />Tensile test report No. 9CM 197 by QC Metallurgical, inc., dated March 13, 2009,
<br />on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thrU 16, indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P.E.M), drawing No. 20.176
<br />PRODUCT CATEGORY: 'Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />b Tiiteco, Inc. ands - ned and sealed b WalterA. Tillie Jr. P.E.
<br />prepared Y Ig , ,
<br />Y
<br />PRODUCT SUB CATEGORY,Storm Panels
<br />2_3.�TRtCTtAENGINEERING CALZt4TgNs;
<br />7,2. Product may be installed within HIGH VEL{}CiTY HURRICANE *ONES as
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />defined on section 1620.2 of the Florida Building Code,
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />. Protection Products
<br />lerigth based on rational and coin a_rat' ve analysis, and In accordance with
<br />.mgCode.
<br />7.3. Praductshallo_nlY be installed Into poured concrete, concrete _ block, andMANUFACTURER.
<br />G1t6ai L
<br />4800 S.W.51 Street
<br />section 1616 of the Florida Build Calculations prepared by Tilteco, Inc.,
<br />wood frame Stnlcttlres_
<br />Davie, FN3nda33314
<br />dated 11103108 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />1PURPOSE Of EVALUATION
<br />3. MISSILE IMPACT RESISTANCE:
<br />Product Evaluation Report prepared by Walter A. Tilsit, Jr, P.E. (Florida License
<br />This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System
<br />Large missile Impact under section 1626 of the Florida Building Code as per
<br />g P 9 p
<br />N . 67 - resident of Til Inc.0 7
<br />o 441 }, P taco, . c {Florida CA 006 19).
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />TAS :201 Protocol.
<br />61 G20-3, Method 11,13 of the Florida Department of Business; and
<br />4. WIND: LOADS RESISTANCE:
<br />SCR .71
<br />ProfessPonaf Regulation.
<br />20 Ga a Galvanized Steel Storm Panel has been verified to sustain wind
<br />9 a rid
<br />,a;"
<br />Q t EN
<br />, �••
<br />This product is i
<br />p being issued an Evaluation Report as described herein, and has
<br />ressure
<br />pressures. Maximum panel Len ff1 shall be as indicated an sheets 8, 10, 14 15
<br />9 - "
<br />r
<br />� •.
<br />c'`
<br />. .:
<br />:been verified forcompliance:rn rcf
<br />d _ accordance with the 2020'Seven h
<br />t Edition of the
<br />16,19, 25 and 26 of 26 of Product Evaluation document P:E.D. drawln fJo;
<br />( ), 9
<br />_ :
<br />Florida
<br />r da Building Code, and to verify that the product is for the purpose Intended
<br />p P
<br />20-176. Maximum Anchor
<br />Max h r Spacing shall beaslndicated on sheets 8 9 10 11
<br />p 5
<br />25
<br />-�' STATE OF rc
<br />� ,
<br />at least equivalent to that required by Tile Cade,
<br />1 1
<br />4 5 17 18 9 20 and 2 v
<br />, , 1 , 28 of 6, of Product Evaluation Document P.E.D:'
<br />drawli No. 20-176. ( }
<br />. ., I -
<br />This Product Evaluation Report -shall be subject to review and revision in case of
<br />15 NSTALL
<br />'rNyyilmi+++`+
<br />a Building Code change Thai may affeci its limitationsand conditions-
<br />.
<br />ATION:I
<br />'
<br />.tails
<br />n ns do shall be performed strictly in accordance with details indicated on
<br />2. EVIDENCE SUBMITTED;
<br />sheets 3 thru 7 10 thru 2 u 0 23 24 an 26 0 26 of Product Evaluation
<br />r d f 1 Pr DOCLlmerrt
<br />VVATIIL
<br />O.t TILTEC(AOMON RE£OR081 F. E. REPORT26l0LOBAI PRBTEGTipN PROD 0CT5; Ll€1 ZO C•fAQE
<br />2.1. PRODUCT EVALUATION D UMENT(P.E.D '
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />'
<br />GALVANZE0 STEEL STPRMPANELkDRwatcM174kREPORr#2"i2B.o1
<br />Drawing Na. 20-176, titled "24 GAGE GALVANIZED STEEL STORMPANEL°',
<br />Indicated o t n sheets 8 14 16 25 and 6
<br />Z of 28 of Product Evaluation Document
<br />sheets 1 thru 26 of 26 prepared by Tilteco; Inc;; signed and sealed by Walter A.
<br />(P.E,D.), drawing No. 20-176.
<br />Tillit, Jr., P,E,; dated 0712812020. This drawingis an integral a o is
<br />9 part
<br />F11(C�
<br />Evaluation Report. ��ri,,�
<br />rcA'p, 'y+y
<br />�tCENy� �•y?
<br />��.,•`
<br />1P.• �� S� • J
<br />r�
<br />.' No, 44167167
<br />fZ
<br />167
<br />T' &,roc [rF 7
<br />STATE OFz
<br />r0R1D
<br />#%,'rLrd fi<0"PiDP •,4�`}i��N2c�
<br />' Sf
<br />i4
<br />'AyFydNAla`*�
<br />6355N.W.36thS Suite Miami Flori a331 -Pho :
<br />treat, _ _. d ._ 66 Phone,: (305)871-1530-�'Srrra�1E,���1
<br />AN+grHnull++t'
<br />. ECE rnrc_
<br />TILLIT TESTING to ENGINEERING COMPANY
<br />A A, TILLIT,a u I.TEri zx. r.>;. hlt ecGG a
<br />T
<br />P1�ObI3CT EVA ATIt) ,' FI,PX REPORT '1—t
<br />t�L;c.A.
<br />REPORT NO.: 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY;Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME, 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER; Global Protection PMdU0&, LLG
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />1. PURPOSE OF EVALUATION,
<br />This is a Product Evaluation Report issued by WalterA. Tillit, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />81G20-3, Method I of the Florida Department of Business and
<br />Professional Regulation.
<br />Thisis Evaluation i product is being issued an E a _. a Ion Report as described herein, and has:'.
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />p
<br />Florida Building Code, and to verify that the product Is for the purpose intended
<br />at least equivalent to that required by the Code.
<br />This Product Evaluation Report shall be subject to reviewand revision in case of
<br />a Building Code change that may affect its limitations and conditions
<br />2. EVIDENCE SUBMITTED:
<br />21. PRODUCT EVALUATION DOCUMENT (P
<br />Drawing No. 20-175, titled'24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 18 of 18 prepared by Tlteco, Inc;; signed and sealed by Walter A.
<br />Tillit, Jr., P.E,; dated 071271202:0. This drawing is an inteRlt�t+q�
<br />Evaluation Report. o` .DER F1/'AA�i
<br />�CEN y '
<br />�-" ttt�i167
<br />*9
<br />I' "c 'STATE OF nr
<br />6355N.W36thStreet, Suite 305,IYIiLu LFlorida 33166- Phone: (305)'871-1' J if it NR A.(3 ;119Y-1531
<br />PRODUCT NYAT uATCON RNPORT No. 2Q-Q727 Q?• 2
<br />t320nCiC„T E.MAIAJAT10N "Plgg7't�0- 20=R_ 127.U2 :.3
<br />2.2, TEST REPORTS:
<br />5. INSTAL, DON:
<br />missile
<br />Large a I g le Impact load tests were performed under SSTD 12.99 standard as
<br />Installationshellbe performed strict: in accordance with details
<br />P Y data s indicated on
<br />.
<br />par section 609.1.2 of the Florida Building _ _ a 1 h o daCodex Unifiorm static loads as per
<br />st I
<br />Pct
<br />P
<br />sheets thru 2
<br />is 3 hr 8 1 thru 1tl of 18 ofProdu -Evaluation n
<br />bo£ume t P.E.D-
<br />,(P.E.D.),
<br />Section 1709.8.3 Per AST E-330, Test reports rts prepared byAm ricanTastng
<br />drawing No. 20-175. Minimum separation to glass shall be as indicated on
<br />Lab of South Florida, Report#0814.01-01 dated 03M1102witnessed by William
<br />sheets 3, 6, 13, 14, 15, f8 and 18 of 18, of Product Evaluation Document
<br />R.Mehner P.E. Boriz oroz P.E.: ndHenry m(P.E.D,),drawing
<br />M a H ry afte , P.E. and Report No,
<br />No.2 -
<br />g 0 175,
<br />0219.01-09, dated February 25, 2009, signed and sealed by Edmundo
<br />Largaespada, P.E. and HenryHattenl, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section 1809,1.2 of the Florida
<br />i3. MATERIAL CHARACTEFkISTICS AND SPECIFICATIONS
<br />o , ep, prepared by American Testing Lab of south Floods,
<br />BuildingC de Test Report r sComponentsIndicated
<br />Shall be strictly in accordance with General Hates and Indicated on
<br />Y
<br />Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E.
<br />sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No,
<br />Gonzalez, RE.
<br />20-175.
<br />Tensile test report No. 9CMA98 by `QC Metallurgical, Inc.,.dated March 13.2009,
<br />Anchor's specifications shall be as indicated on street 1 of 18 of Product
<br />p ,
<br />si ed and sealed._ to P E as r
<br />n b Frank Grate, a ASTM E 8 n s e a
<br />gY P and Tensile Test s
<br />,.
<br />Evaluation Document (P.E.D.), drawingNa. 20-175.
<br />( '
<br />per QC Metallurgical Report No, IOKM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-6:
<br />7 LIMITATIONS AND CONDITIONS OF USE
<br />2.3. STRWC'I'URA,i, ENGINEERING CALCULATIONS:
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />on sheet 1 of 18 of Product Evaluation Document (RE.D.), drawing No. 20-175
<br />length based on rational and comparative analysis, and in accordance with
<br />P Y
<br />prepared b Tllteco, Inc. and signed and sealed WatlerA. Tillit Jr, P.E.
<br />Y 9 by
<br />section 1604 of the Florida Building'Code, Calculations prepared by 'Tilteco
<br />P P
<br />Inc., dated 12118/10 and 08127/13 (for this revision), signed and sealed by Walter
<br />7,2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES
<br />A. Tillit, Jr,; P.E.
<br />as defined on section 1620.2 of the Florida Building Code.
<br />3. MIS,511LE IMPACT RESIST OE,
<br />7.3. Product shall only be Installed into poured concrete, concrete block, and
<br />Lar e.missife Impact under section 1609 1.2 of the Florida Building e s a
<br />9 p uCad a r
<br />p
<br />wood frame structures.
<br />SSTD 12- a T S tit 99 standard and A 2 ,
<br />ro _
<br />P duct Evaluation Report prepared b WalterA. Tlit , Jr., P.E. (Florida License
<br />No. 44167), President of Titteco; Inc. (Florida CA-0006"719).
<br />1C� 4. WIND. �S RESISTANCE:
<br />�,,
<br />24 Gage Galvanized Steel Storm P<arrel has been verified to sustain wind
<br />1lltllii{NN
<br />pressures, Maximum panel length shall begs indicated on sheets 3, 9, 10, 11,
<br />oNil11p
<br />12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing Na. 20475-
<br />s`�@'`',•' 6EN SFSs
<br />Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11,13 thru 16
<br />-
<br />and 8 0 1 of P
<br />1 f 8 Evaluation [7 roductEval au en P,E.D, drawing N S'
<br />Document t o 20-17 .
<br />)T 9
<br />7 -
<br />24 Gage Galvanized Stool Storm Panel has been verified for code compliance to
<br />_
<br />v
<br />Work Is a non aoue storm sh er assembly, as per SS D 12-99 Standard.
<br />.
<br />_�
<br />wATILL =
<br />O_7TIL7 E£O A hON EC.O. N- P T�(Q
<br />RD& 1 P. E. REPORT:201 GL AL PitOY^F'Sa,'SIL .. (�
<br />AGE
<br />LALVAMZEOSTEEL STORM PANEL \DRUG#2D-#751RFPORT12}-0727
<br />Fit
<br />�s 67
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<br />f Q�PQNENTS FOR REGULAR & LIFE SAFETY STORM PANELS t f4. 2f4, 3f4, 4j4, 0f4. 7f$,
<br />B3) IN THAT PREDAST , OR CONCRETE PANELS: s,t�co OR WOW SI2=t")
<br />FOUND ON ,HE
<br />Oa1t�3:.Roa aa. tilt%' su stONs1 P!�� EDST9rc WNW, ANCHORS SHALL BE La+O ENoua1 10 REACH THE MAIN STRUIETURE BEHIND SUCH PANELS, - 6/5
<br />tw/to, 2Wj10, aw/tD, 4W/To,
<br />1. STORM PANEL SNYMN UP7 TAi PRDOLIC'T EYAI,AITKR DOCUMENT (P.E.OJ HAS BFF1V YEPoFEO FOR COMPLIANCE IN ANCHORAGE 51iNi BE As MENTIONED IN 11.1) AND IN MN t: -... .-I6,198` {TOTAL W TI) 9 ----[, .AIH ` (TOTAL 1WDTTH}-----_..._�.�. 5W/1 O. 8W/11 7W/11
<br />ACCORDANCE WITH THE 2020 (r8, EDMON} OF tNE RONIOA BURAIHC caDE, {C) ra F'1f <T+t'IC Wad (. G C1 . - I _._--..._;a,SCW* (ErfEL'TNE Wk'YrN) i 3' MAX ANCHpRS: FOR CONCRETE SHE SCHEDULE ON SNEErY. 8 h 9_,--_ 3" MAX-
<br />1/4-0 TAPCGR MiGH)AS, AS MANUFACNR03 BY I.I.W. 9,111LO t, INC. - 8.280'----
<br />DESIGN "NO LOAXIS SHALL BE DETERMINED AS PER SECTION 1620 OF THE AO ME MENTIONED COIF. E .....-.:8 t 4' i 1" MIEN. FOR WOOD SEE SECnONS ON SHEETS 10 & 11
<br />1' MRl. e.
<br />FOR A WIND SPEED AS REQUIRED IRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL. BE 6V5TALLED AND - #14-10 PANE4MAiE FEMALE O AND PANELWIE PLUS ANCHORS, AS MANUFACTURED RY MOO. CONSTRUCTION PRODUCTS, i < .� / '-"'-'"""""""""'""'"'±. ^�� I i .. O
<br />FOR A DII,ECTON:NJTYFACTOR Kd-C.85. USING ASIDE 7-16 AND SMALL HOT EICEEO THE MVATW :(AS.O- -- lf4"e TAG SCREWS PER T#.D.S. i t rt'
<br />} -. 7ft8 e x 5/:8" WOOD BUSNYNG, AS DISTRIBUTED BY ALL PONTSCREW. BOLT & SPECIALTY CO:. '� ? w-1,3$1 i #.350"^^ 0.031R` MIL 1T8CK 1.350` F � � o -��� � O
<br />DESIGN PRESSURE RA15A105 NdCAiEEt ON SItEE15 7 THOU Q. ii, t5, 78„ 19 &" 20: _ 1ymam
<br />IN ORDER TO VERIFY' 117E ABOVE CONOm6N. ULTIMATE DESIGN WIND LOWS DETERMINED PER A$CE 7-18 . 0+ I t ASTM A t • D.M...�2 , , •I• -- : , ", T___ r :1 `' I , Y - e ' P 7-_ _ I T__-'l-_. _..............._..._..r......._......�. , �`^y, •/�'
<br />--T-`T T"`I"�I' ,._T_..,___.,, 'Y'"_5^-`i-_'i-' -6- T-- T-"i �_ c V
<br />C:1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SMALL Be 1 1/2 AND 2. FOR EI.CO PMrtMMATE PLUS r '* {
<br />SHALL BE tTRST REDUCED TO A50. DESIGN WHO LOAM BY MULTIPLYING THEM BY 0:8 N ORDER TO AND PMNEN:MAN.E PEM LE RD• / l ` 0.03a` MIN I}il(8L F93NM) T 15 / 1 ' j(�a 50 Y• NEW !+ I Y - +{ � {�;,,
<br />COMPARE THESE W/ MA)L (AsD) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 TRTU 12,. 14, 15. 16, 19 & 20. - + .r:. i ,C:J z,�67` QED STEEL EDGE T-,,,..�' 2. 2#�0 1 2.fiS7' 1 4 .7I , �i-�1.. ft1 � f Q•- ` '
<br />C@) MiNWWM 11iR PENETRATION OF LEIS SCREW. INTO THE W00Q FRAME !NM SIMM;L l 4 1/2'. No THREADED 2• ,2' ! ID 7YP. BAAMU A-033DE 5O MMM! OCriUi. �..f. `�M OETI&. ,�,T s.. �'F•,/ Y.✓7 i of %�
<br />IN ORDER TO VERIFY THAT :AOC ORS ON THIS P.E.D.
<br />AS TESTED WERE MDT OVER STRESSED A 331N INCREASE M ALLOWABLE PEN ETHATON INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REMM&D TNSNEAGE'D PeNEIRAT10N. � � � lZ
<br />STRESS FOR WIND LOADS WAS N M USED Nf THEIR M1N.YSIS. FASTENERS SPACMG TO WOOD HAS BEEN DETEnWNEO IN I EDGE E CAMMINI ^7 __ EDGE r
<br />ACCORDANCE WITH N.O.S. 2018, C.3) MINIMUM EDGE DSTANCE (E LAG SCREWS: INTO WOOD SHALL BE AS IHOICATED IN THIS DRAWING I __ LpETA� A I 4LET I L.DETAR A t 48.8'
<br />STORM PANELS ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VEREIED IN ACCORDANCE WITH SECTION 1626 OF -------------------- 6. L-7.3'sb 1.36. ---------------. ' GGQ„I �
<br />THE AMC MENTIONED CODE AS PER HURRICANE ENONNEERING & TESTING PC, REPORTS 4S-589, 56-570 & 98-T30 AND CA) MINIMUM PEI ICAI'0H OF WOW 6USING SHALL BE 5/8'. 1/4' e-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM ,v 1 # - £0 M
<br />FENESTRATION TESTING LAB. PC., REPORTS #2032 & #2126 . AS PROTOCOLS TAS-201,. TAS-202 AND W-201: SHOULD 51=0 EXIST, AND 1" MINIMUM FOR WADS WITH NO STUCCO. t---�".-S•%' ` 1j'�^ l- - r J i � ®TAS 20 STANDARDS.
<br />TEST LAB or SDUTN FLORIDA ReFoRT llmmo1-op, AS PER -TAS tat, TA$ 2o2 AND C-S) MI CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS i# POUND aH THE exisTim T ST�SRilt PANEL @k END STORM PANEL J I %
<br />1;
<br />As WELL As AMERICAN
<br />WAU. RAG SHALL
<br />LSHALLBE S LONG ENOUCI, .1 REACH C. MAN STRUCTURE BEFIMD SUCH PANELS. j -�•�
<br />2. ALL ALUMINUM EXTRUSIONS TO BE 6DTf3-T6 Mlor M10 TEMPER. (UNLESS oi11ERW15E NOTED), $£E SHEET 2, ANCHORAGE S1iMt (E As MEHTCNEO IN c.1). c.z) & c.4) � - f,�, 4 � �
<br />ID
<br />3. ALL A LAGNUM SHEET METAL USED AT CLOS1I CS SHALL NINE 31105-H14. ALLOY. (0) ANCHORS SHNl BE INSTALLED MLLOWING ALL OF THE RECOMMENDAnp16 Apt TONS of THE ANCHORS MANUFACRIRER L � _.-2.1E7' / l _J - - - - _ U4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUNJTY 91EIL ASTM A-063 GRADE 50 MoNANAL 0-60 PMYZS END NF i l . TOO- gNy.# 126 / f/OA.YANRED STEEL DESIMATIN W/FY- W5 kM (AFTER ROLLED). 8. PANELS MAY ASO BE INSTALLED IMMORTALLY FOLLOWING WSTAiLATION DETAIS SHOWN ON SECTION 3 THROUGH 10 (SHEETS 4 W/ I�wEo � 1 l iDU- I -.tom•:.7„�6sSLIM PoVE7E0 S.S. SNO ��7�'-� 3^,BOLTWf 7 X3f32`1 NI-.20. t a�-30, 12J'• __ _TT41
<br />-- 750' BOLTED PANELS W # N
<br />1. - .t80' ---t r" sEfeEs 5174 stxEs UNBOLTED PANELS
<br />THROUGH d) iJRCEPT THAT HErOERS�&(� SILL Oar BE USED. '- & a . TG ANCtE • W ALA[£ (SEE SECiIONs As -._ /8'
<br />4 _S._ } I W NGNUTS 0 FA OVET6M r
<br />5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 315 AIM SERIES OR COMMON RESISTANT COATED CARBON STEEL AS PER 9, R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ED VERIFY iFli SCUNIONESS OF THE STRUCTURE W9iERE 3HlRTER E TD BE •'Tt-� ' i : _.--+ 1 12 1/Y O.C. 12 t/a' 4.C. ~ iI i APPLICABLE) (SEE SECTIONS AS APPLICABLE) ,.-.
<br />DIN 50018 Wf 50 kM YIELD STRENGTH AND 90 hi TENSILE STRENGTH & SHALL COMPLY Wf FLORIDA BUNDING COS r'' , '� t0A8' a .100 M3- L.
<br />l / w E
<br />A BUILDINGS -TO INSURE PROPER ANCHORAGE. TINS SNVniR SHALL ONLY ATTACHED 10 COt Tf.. BLOCK pt W'000 FRAME j g .Og3' 003, i 207 5* 2. 4.5C0` �{ O SECTION 2411.3.3R. 4 . 3,375' 'JB
<br />& BOLTS TO BE ASTM A-= GALVANIZED STEEL• :OR A,SI 304 SERIFS STA M STEEL, WIN 30 kW MM " YIELD "'*, : �. 00. i CtB�NI. 1 19 SHe
<br />QM 1 a � U
<br />' V
<br />STRENOIR, 10. EACH REGULAR STORM PANEL WITH LENGTHS GVER W-8 THROUGH 12'-e. AS PER SECTIONS 6. 8. 9 & 10 AND ALTERNA1NE5 ON. '.250` 1 2.r25• p. a 378 ti-!A+-1 f E . 'u,
<br />7. ANCHORS TO WALL SFMli. Be As FOLLOWS: 9W & IOW ON SHSEMS 3. 6 & 12 RESPECTNaY; $HALL HAVIE A LEGIBLE AND READILY VISIBLE FANNING 44MUCTWO MINER OR y �.'� A a 3a5 •� .125" t �.- � �n �j U �l TEMNAdNI' TO SECURE PA1�Ls WITH APPLICABLE REINFORCEMENT OIIRNNO PERIODS OF HURRICANE WARNNIG 3 '
<br />(A.} II= THE INSTALLATION CONTRACTOR IS TO i `! � { 1..-...__,..,.... w.w,......-5 M---- -�! �S.BOO"-+� �1.6W'� � . � 6) � C,
<br />!IEANvYCAUNNL ALL SWU'ftER COMPONENT EDGES WIaCF1 REMAIN IN CONTINUOUS CONTACT FlITH /+ hCT J ev {PilNi. A; „y. i <
<br />Veil TAPGUN ANGIORS AS MANUFACTURED BY I.T.W. BULDEK, INC. (W., f -3t92 P.i,) • THE SIILONG TO PREVENT WIND/RAIN, INTRUSION. ISO C VI .Fsl A. t A ' it--2:DUD" <.:.. t._.a, •,�._..+ � , 3 ' �
<br />1/4 r A 7/0' CALK -It ANCHORS, AS MANUFACTURED BY OEWALT INC. (MDN, eo.3000 P.sw)
<br />a . _ ___ will-._-,_---- -- _
<br />- 1 4 e x 3/4 SCUD -SET ANCIHORS. AS D131FL18U1'ED BY ALl P01NF SCREW. SOLT & SPECAµ:TY CO. t2. STORM PANE:. RtS1'A.tATiDN SNAF. COMELY WREII SPECS RNOICATFb N TTLLS OAAWIHG Plus A1N1'BUWMG AH0) 2o1NMC RECULATRONs ROtfMDEb dX)RFIETt•6 ENDS l3FPAFE1'S FULL D.M..�.�.1�# -- - -- _ _ __ _._- ] i ''
<br />((AWt f,_3000 P-®A1 PROMW BY THE JURISDICTION MAIERE PERMIT IS APPLIED TO. END UP W/ Hamm EDGE. t�!g+.,) "b" + �;^,�, a a6 a ,,..-..--..-..-..-__
<br />(t14-10 PANOM47E FEMALE O & PARS -MATE PLUS ANCHORS, A4 WWUFACTUREO BY ELCO CONSTRUCTION PRODUCTS. (N,T,S) V 11.®®TIE O "�' � sllt":LE � ANGLE WITH STUD MF6f ANGLE WITH 4 + 6 4 . 6 an _t_,—___.1 > � ,-
<br />1 CF TAP -Clap ANCHORS. As MANUFACTURED. BY Tt81-FAST CORPORAYIOtt (1'a-36Oo P•4I.) 73. (a) THIS PRODUCT EVALUATION P ON DOCUMENT (RE THE
<br />PREPARED BY Tray EOATE FR.Is GENERIC AND 00E5 NOT PROVIDE INFORMATION �✓ REVERSE STUD r; MAX 1 W/to/2W/ 0. SW/10. 4W/ 01 635 ' w ._-.
<br />(WON. f•c-ST50 P+".) F01t A SITE CT EV L ATION DO i.e. DOCUMENT
<br />ilk SEE CONDITIONS BY TDEYMTE FROM THE P.E.O. •„-- 1f 4, 2 4. 3 4. 4 4, 5 5, 7 5, 1" tliN.'-'# M �,,
<br />{b} CONTRACTOR 'TO t# RESPONSIBLE MR THE SELECTION, PURCHASE AND I75PAESAT1pi NGI.ULNNG LIFE SAFETY OF THIS PRODUCT tj{.} & i/,4 �`4- .371V i 5W/10. 6W/1 / & 7Wf t 1 / U
<br />Ai) MRNNNIM EMBEDMENT OF TAPCON ANCHORS Woo POURED CONCRETE SHALL IE 1 3/4'; 2' FOR PANELAUTE FMAN.E BASED ON TFIs P"E.O. PROVIDED HE/SHE DOES NOT DEVOTE FROM THE C400MMS OETWLEO ON THIS DOCUMENT. r•-� e.344' TOP tDOE e-=I A86' .0�` --I .736`-•- F
<br />O AND PANEMALIE Phis AND 1 1/4` FOR CF TAP-GPoP ANCTIORS. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIB87IY. l O' PANEL ,EBB' t .4..r
<br />-•It "- I ./88"-+I 125',-7q�g4,Y- W. ]w SERIES ANCHORS: FOR CpOIffFE SEE AX ON SHEETS 8
<br />A2) CALK-N & SOLO -SET ANCHORS SHALL BE EMBEDDED 7f8' INTO THE POURED CONCRETE NO EMBEDMENT INTO (e) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INV" IF MODIFIED I � 1. �'y.p63" .375' ..270•.6$8" .tMo' � �o � To FOR WOW SEE SECTIONS ON SHEETS 10 & 17 1UJ
<br />STUCCO SHALL BE PERMITTED. 1/4- d-20 SCREWS USED SHALL BE 1 1/2' LONG Mp�AAi SNDULD STUCCO EXIST, i f i ,g2S' _ - ; - l ) ANGLE • 12 t/2. O.C. � r� � 14-
<br />NOI'I" MNIMUM F1RT "IS WITH! No STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. (d) SITE SPECIFIC PREFIF.CTS SHALL 13E PREPARED 8T A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WALL BECOME THE I JEW i Y 1 671' l t.871'
<br />1 fil
<br />BUT WITH WING NU75. ENGINEER RECORD (E(LR.} FOR 712E PRDJECi AND WHO WILL. BE 7tE5PONS�E FOR THE ; 1.051 j 1.34, 3• OBY .Q i-3OO" �� �'�
<br />PROPER USE OF IM P.E.D ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE I 16Y FaR ' R r 9@, I.B S' 7$D- REGULAR STORM PANELS A ELEVATION
<br />A.3) IN CASE THAT PRECAST STONE- PRECAST CONCRETE PANELS, PAYERS. STUCCO OR WOOD BOARDS BE FOUND ON THE PLEA. ENGFEER, SHALL SUBMIT TO THIS LATTER THE STIR SPECIFX DRAWINGS Foot RE'dow � LCG,TON AT `. .
<br />OWING WALL OR FLOOR, ANCHORS SFNLL BE LING ENOUGH TO FEACH THE MAN STRUCTURE BEHIND SUCH i �' EWE[ &MAP { - � •may. � � L--A^ .08fN• t L '--'-} N.T.S.
<br />PANELS. mclioHADE slou.: E As MENTomm M &I) AND N A2)• (a) THE P.E.O. SHALL BEAR THE DATE AND ORIGN AL SEAL AND SIGNARAte Of THE 1 """ i----2.0001-1
<br />ENOREER of TTECORD THAT PREPARED R. - 7 $� KEY HQLE WASHER .025*0
<br />(B) To EK1c*,!t+' .e Ocx WWII AWN C-9O_ 14, SHUTTER AMRUFACFUR€R5 LAPEL SHALL BE LOCATED ON A REVILY VIME LOCATION AS MIRM I t��1 "C" �p�. ,Fa�t±� p �=)/ w Nr �g, 287' 1/4' It- W
<br />t f4" a TAPOON NNCHORS AS MANUFACTURED BY L T. W. BUiLDIX M. F�-•fl63` V r BAfilI.ANGLE � *t(� C TRACK V FJ.AT PLATED
<br />DMALT PANEL $HURTER IN WITH SECTION i709.Ra OF FLORIDA BUILDING CGOE. Ott L48M L_;g94` WITH Ks"Tlll) (FAN. vfi1aAA-I W}CIlE VAlEY)
<br />1 Jf 0 X 3/4" SQ ID-SEr ANCHORS, AS MANUFACTURED
<br />BBY ALL P SCREW, (SOLI * SN. PECIALTY CO. FLORIDA THE SUILP q EYER1` OPENING. LAeEiRNG To COMPLY WITH SECTION 1709.:9.a � 7NfE M CODE-i � 09�(MST �,W NT � �..__._...
<br />- lW14-10 PANf3A1ATE FEMALE ID AND PANFIM4TE PLUS ANCHOtS, AS MANUFACTURED BY ELDa::CONSTRUCTION TlNfS SHM;L ONLY 9E 1ASE0 TO. MF,. is' to"
<br />PRODUCTS (ANAL !'€-2071 P.a.i:) 11++NNNI 0% aBTA7N PERM75 IN THE srATE OF fLOROA s .81ia m t. �, � �FIV - 1/4,. �ill+1
<br />- 1/4' a OF TAP -MP ANCHORS, AS MANUFACTURED BY TRU-FAST CORPORATION AW �,R A 71 .375^6 -'-- 'A -•' � i
<br />B,T MINIMUM EMBEVNNENT # TAR+CpN .ANCi10R5, ELCO PANEUMATES AND CF' TAP -GRIP ANCHOR, INTO THE •••••• ••� FLORIDA 0UILDING .CODE ,}1F iN Valaol HUYriC01H1 ZOM T S No. 44167
<br />MAX E`,RP i 4
<br />1 yt ; • EN ' FLORIDA BUILDING CODE ifi9h Vello H- (Gone Zone) R JC FLORIDA BUILDING CODE Hr h YelGEd HMEEhant Zans''
<br />BLOCK UNIT SMALL 9E 1 1/+', ya amm W Eql Xe 20 GAGE GALYAtlrlrb STEEL STORM PANEL PA' 1s3PMa: W_ 20 GADE GALVANIM STEEL STORM PANEL rP.
<br />B.2) CAlI(-Mf .4[ sa.TO-sEr ANCHORS SHALL BE EMBEDDED a/6•. NHro THE caMGRETE LONG UNIT. No 1�,�,A. N0• � 167 x DRAWN Q1 .ae3,:,.W :; wi Hurt �E '�1• s ; STATE Of ,• TaTDI". iK. 20 OAOE GALVAMM STEEL STORM PANEL ra. r
<br />�±�• � r I67S' GRAMN 1N s NO 44167 a sA 1 m
<br />INTO snWcca BAR. BE F!£NRXD1Tie. 1/4' e-za SCREWS USED sIeNL � 1 I/2` tales MI/pMtAN SF�STQ['L7D - /� i-OBAL PROTECTION PRODUCTS. LLC. m _ ® � HOLE V%fl.<'`�.1` !0
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<br />p�. '" GLOBAL PROTECTION PRODUCTS I.L.C. 07
<br />EXIST. AND T" RM9IAIUM FOR WALLS WITH NO STUCCO. .< 4Aap IAr s1 SiPfEt aw G.e. 61 In. i�©` OlttlN' .' .:WANT t MWF' n' 333,4 20-T 76
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<br />(SEE SCHEDULE ON
<br />SHEETS 8 & 9)
<br />{TOTE FOR CONBINIATTON OF S7=.
<br />TOP & BOTTOM MOUNTINGS COMBINED RN ANY WAY TO SU
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<br />SHEETS B 9) SCALE S/16-1�
<br />NOTE FOR COMB(NA7itkN F1F•
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY CASE F(PLAN)
<br />INSTALLATION, SCWY:E 3/T6-t'
<br />cool. - • _ ,._
<br />44167 am 110E00. M. 20 4AGE GALVANr[ED STEEL STOW PANEL
<br />' — ME C O Ise. LO@AL PROTECTIONPRODUCTS, U.C. aF/
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<br />INTO EXISTING POURED CONrtRETE OR CONCRETE BLOCK STRUCTLIRES
<br />ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEET 9
<br />CONCRETE ,__PQL•p^,� CONCRETE POLlRFD ENE FOR VOW SEE SECTIONS ON SHEET' 12
<br />VK CONCRETE OLD" t l+n CONCRETE BLOCK CIi 7E W.00N 3`
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<br />SCALE 3/11-1' SCALE
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<br />FLORIDA BUILDING CODE (High Veloe Hu,Yieane Zone)
<br />NOTE roR f%»A81NL1'jiI or SECTIONS: No 44167 :1 _ lama TAa,% 4x. 2D GAME GALVAtBZED- STEEI..ST09Ni PANEL owsw en
<br />E.O. w EDGE DISTANCE -...-•: '•••`--
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<br />SHEET 9} COMBINED IN ANY WAY TO SUIT ANY -Q r i L Nw C V 111c.
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